state of delaware department of transportationgssdocs.deldot.delaware.gov/bids/t200811301 add1...

STATE OF DELAWAREDEPARTMENT OF TRANSPORTATION

JACK MARKELL PO BOX 778 JENNIFER COHAN GOVERNOR DOVER, DELAWARE 19903 SECRETARY

VIA OVERNIGHT DELIVERY (302) 760-2030FAX (302) 739-2254

November 20, 2015

Contract No. T200811301Federal Aid Project NH-2015 (20)US 301, MARYLAND STATE LINE TO LEVELS ROADNew Castle County

Ladies and Gentlemen:

Enclosed is Addendum No. 1 for the referenced contract consisting of the following:

1. The Bid Proposal Cover, revised, to be substituted for the same page in theProposal.

2. Four (4) pages, Table of Contents, page xiv, xv, xvi and xvii, revised, to besubstituted for the same page in the Proposal.

3. The following Special Provisions, on pages 297, 298, 299 & 306 have beendeleted: 749516, 749517, 749518, 749521, 749522, 749523, 749550, 749581 and749582.

4. Three (3) pages, Special Provisions 605501-Ground Mount Breakaway Type SignSupports and Foundation, pages 138-A, 138-B and 138-C have been added to theProposal.

5. Twenty Five (25) pages, Bid Proposal Forms, pages 19-43 revised, to besubstituted with pages 19-42.

6. Two (2) pages, Breakout Sheets 10 & 10-A, have been added to the Proposal.

7. Two (2) pages, Plan Sheets 474 & 788, revised, to be substituted for the samepages in the Proposal.

8. Eight (8) pages, Environmental Requirements Statement, revised, no longerstipulated, to be substituted for the same pages in the Proposal.

9. Expedite Bid File, Addendum No. 1.

Please note the revision listed above and submit your bid based upon this information.

Sincerely,

signature on file

James H. HoaglandContract Services Administrator

:jhhEnclosure

STATE OF DELAWARE

DEPARTMENT OF TRANSPORTATION

BID PROPOSAL

for

CONTRACT T200811301.01

FEDERAL AID PROJECT NO. NH-2015 (20)

US 301, MARYLAND STATE LINE TO LEVELS ROAD NEW CASTLE COUNTY

ADVERTISEMENT DATE: November 10, 2015

COMPLETION TIME: 850 Calendar Days

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONDELAWARE DEPARTMENT OF TRANSPORTATION

AUGUST 2001

Bids will be received in the Bidder's Room at the Delaware Department of Transportation's AdministrationBuilding, 800 Bay Road, Dover, Delaware until 2:00 P.M. local time December 22, 2015

Addendum No. 1 November 20, 2015

Contract No. T200811301.01

202515 - COMPACTING INSITU MATERIAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80202569 – POND ACCESS ROAD, MARYLAND.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82202572 - BORROW AREA EROSION AND SEDIMENT CONTROL AND DEWATERING.. . . 86211521 – ABANDONMENT OF WELLS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88255502 - GABION OUTLET STRUCTURE, MARYLAND.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89272511 – POND OUTLET STRUCTURE, CONCRETE MARYLAND.. . . . . . . . . . . . . . . . . . . . . 93304501 - PERMEABLE TREATED BASE, 4". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95304502 - SOIL CEMENT BASE COURSE 6". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99304506 - PORTLAND CEMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99401699 - QUALITY CONTROL/QUALITY ASSURANCE OF BITUMINOUS CONCRETE. . . 104401752 – SAFETY EDGE FOR ROADWAY PAVEMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 118401801 - BITUMINOUS CONCRETE, TYPE C, 160 GYRATIONS, PG 64-22 (CARBONATE

STONE). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 119401810 - BITUMINOUS CONCRETE, SUPERPAVE, TYPE B, 160 GYRATIONS, PG 64-22. . 119401819 - BITUMINOUS CONCRETE, SUPERPAVE, BITUMINOUS CONCRETE BASE

COURSE, 160 GYRATIONS, PG 64-22. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 119401825 - BITUMINOUS CONCRETE, SUPERPAVE, TYPE B, 160 GYRATIONS, PG-64-22,

WEDGE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 119401827 -BITUMINOUS CONCRETE, SUPERPAVE, TYPE C, 160 GYRATIONS, PG 64-22,

(NON-CARBONATE STONE). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120602772 - MECHANICALLY STABILIZED EARTH WALLS. . . . . . . . . . . . . . . . . . . . . . . . . . . . 131605501-GROUND MOUNT BREAKAWAY TYPE SIGN SUPPORTS AND FOUNDATION.138-A605755 - OVERHEAD SIGN SUPPORT AND FOUNDATIONS. . . . . . . . . . . . . . . . . . . . . . . . . 139612505 - PVC PIPE, 12". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145612526 - CORRUGATED POLYETHYLENE PIPE, TYPE S, 36".. . . . . . . . . . . . . . . . . . . . . . . . 146612535 - CLEANING DRAINAGE PIPE, 15" - 24" DIA.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 148612536 - CLEANING DRAINAGE PIPE, GREATER THAN 24" DIA... . . . . . . . . . . . . . . . . . . . 148617519 – CONCRETE END SECTION, 24", MARYLAND.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 149617520 – CONCRETE END SECTION, 19” X 30”, MARYLAND. . . . . . . . . . . . . . . . . . . . . . . . 149617521 – CONCRETE END SECTION, 22” x 34”, MARYLAND.. . . . . . . . . . . . . . . . . . . . . . . . 149618552 – FURNISH PIPE PILE, SCHEDULE 40, OPEN END, 14”.. . . . . . . . . . . . . . . . . . . . . . . 151618557 – FURNISH TEST PIPE PILE, SCHEDULE 40, OPEN END, 14”. . . . . . . . . . . . . . . . . . 151619501 - PRODUCTION PILE RESTRIKE.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 152619502 - TEST PILE RESTRIKE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 152619519 –DYNAMIC PILE TESTING BY CONTRACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 154619539 – SIGNAL MATCHING ANALYSIS BY CONTRACTOR. . . . . . . . . . . . . . . . . . . . . . . . 154619540 – INSTALL PIPE PILE, SCHEDULE 40, OPEN END, 14”. . . . . . . . . . . . . . . . . . . . . . . . 157619558 – INSTALL TEST PIPE PILE, SCHEDULE 40, OPEN END, 14”.. . . . . . . . . . . . . . . . . . 157708583 - PERSONAL GRATE FOR PIPE INLET.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 158708585 - JUNCTION BOX, 48" X 30". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 159708658 – DRAINAGE INLETS, MODIFIED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 160708659 – DRAINAGE MANHOLES, MODIFIED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 160617518 – DRAINAGE HEADWALLS, MODIFIED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 160708660 – DRAINAGE INLET, TYPE K, SINGLE, MARYLAND. . . . . . . . . . . . . . . . . . . . . . . . . 162712531 - CHANNEL BED FILL.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 164712552 - RIPRAP SLOPE PROTECTION, MARYLAND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 165715500 - UNDERDRAIN OUTLET PIPE, 6". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 168720585 - GUARDRAIL END TREATMENT ATTENUATOR, TYPE 1 - 31. . . . . . . . . . . . . . . . 169720586 - GUARDRAIL END TREATMENT ATTENUATOR, TYPE 2 - 31. . . . . . . . . . . . . . . . 169720588 - GUARDRAIL END TREATMENT ATTENUATOR, TYPE 3 - 31. . . . . . . . . . . . . . . . 169720611 - FLEXIBLE DELINEATOR, PERMANENT.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 171720626 – CONCRTE SINGLE FACE BARRIER, TYPE 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 172727507 - BRIDGE SAFETY FENCE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 173727552 - RESOURCE PROTECTION FENCE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 174727553 – DIVERSION FENCE, MARYLAND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 176734555 - TEMPORARY VEGETATIVE STABILIZATION, MARYLAND. . . . . . . . . . . . . . . . . 177734556 - PERMANENT VEGETATIVE STABILIZATION, MARYLAND. . . . . . . . . . . . . . . . . 180

xiv



735501 - HERBICIDE APPLICATION, NOXIOUS WEEDS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 191737523 - PLANTINGS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 192737531 - PLANTINGS, MARYLAND.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 201744506 - CONDUIT JUNCTION WELL, TYPE 7, PRECAST POLYMER CONCRETE. . . . . . . 218744520 - CONDUIT JUNCTION WELL, TYPE 1, PRECAST CONCRETE. . . . . . . . . . . . . . . . . 218744523 - CONDUIT JUNCTION WELL, TYPE 4, PRECAST CONCRETE. . . . . . . . . . . . . . . . . 218744530 - CONDUIT JUNCTION WELL, TYPE 11, PRECAST CONCRETE/POLYMER LID-

FRAME.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 218744531 - CONDUIT JUNCTION WELL, TYPE 14, PRECAST CONCRETE/POLYMER LID-

FRAME.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 218744519 - RELOCATION OF EXISTING JUNCTION WELL.. . . . . . . . . . . . . . . . . . . . . . . . . . . . 220744541 - FURNISH & INSTALL FRAME AND LID FOR JUNCTION WELL, TYPE 11. . . . . . 221744542 - FURNISH & INSTALL FRAME AND LID FOR JUNCTION WELL, TYPE 14. . . . . . 221744544 – ADJUST OR REPAIR EXISTING CONDUIT JUNCTION WELL. . . . . . . . . . . . . . . . 222745602 - FURNISH & INSTALL UP TO 4” SCHEDULE 80 HDPE CONDUIT (BORE). . . . . . . 223745604 - FURNISH & INSTALL UP TO 4” SCHEDULE 80 PVC CONDUIT (TRENCH). . . . . 223745606 - FURNISH & INSTALL UP TO 4” GALVANIZED STEEL CONDUIT (TRENCH). . . 223745609 - FURNISH & INSTALL UP TO 4” GALVANIZED STEEL CONDUIT (ON

STRUCTURE). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 223746509 - RELOCATING LIGHT POLE.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 227746511 - CABLES, 1/#4 AWG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746512 - CABLES, 1/#6 AWG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746513 - CABLES, 1/#8 AWG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746515 - INSULATED GROUND CABLE, 1/#6. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746527 - CABLES, 1/#2 AWG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746564 - INSULATED GROUND CABLE, 1/#4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746577 - INSULATED GROUND CABLE, 1/#8. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746598 - INSULATED GROUND CABLE, 1/#2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746622 - CABLES, 1/#4/0 AWG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746817 - CABLES, 1/#2/0 AWG. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746861 - INSULATED GROUND CABLES, 1/350 KCMIL.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746903 - INSULATED GROUND CABLES, 1/#2/0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746904 - INSULATED GROUND CABLES, 1/#4/0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228746517 - ALUMINUM LIGHTING STANDARD WITH SINGLE DAVIT ARM, 30' POLE. . . . 229746519 - ALUMINUM LIGHTING STANDARD WITH SINGLE DAVIT ARM, 40' POLE. . . . 229746541 - INSTALLATION OF ELECTRICAL WIRE OR CABLE IN EMPTY CONDUITS. . . . 233746586 - RELOCATE SIGN.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 235746590 - FURNISH & INSTALL GROUND ROD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 236746594 - LUMINAIRE (HPS) 250 WATT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 237746595 - ALUMINUM LIGHTING STANDARD, 40' POLE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 238746615 – PVC SCHEDULE 40 DUCT, 6". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 240746653 - ELECTRICAL TESTING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 241746669 - LUMINAIRE (HPS) 150 WATT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 244746717 - ELECTRIC SERVICE ON RACK WITH SERVICE RISER. . . . . . . . . . . . . . . . . . . . . . 245746847 - POLE BASE, TYPE 3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 246746850 - POLE BASE, TYPE 4A.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 246746852 - POLE BASE, TYPE 6 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 246746872 - LIGHTING CONTROL AND DISTRIBUTION ENCLOSURE.. . . . . . . . . . . . . . . . . . . 248746924 - FURNISH & INSTALL LOOP WIRE 1 - CONDUCTOR #14 AWG CABLE ENCASED

IN ¼” FLEXIBLE TUBING IN A LOOP SAWCUT.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250746951 - RELOCATING POLE AND MAST ARM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 253747515 - CABINET BASE TYPE M. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 257747516 - CABINET BASE TYPE P. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 257748502 - RAISED/RECESSED PAVEMENT MARKER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 258748548 - PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, WHITE/YELLOW, 5"

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 259

xv



748549 -PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, WHITE/YELLOW, 10". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 259

748557 - PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, BLACK, 3".. . . . . . 259748566 - RETROREFLECTIVE PREFORMED PATTERNED CONTRAST MARKINGS, 8". . 269748567 - RETROREFLECTIVE PREFORMED PATTERNED CONTRAST MARKINGS, 13"

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 269748525 - TEMPORARY MARKINGS, TAPE, 4". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 274748527 - TEMPORARY MARKINGS, TAPE, WORDS/SYMBOLS. . . . . . . . . . . . . . . . . . . . . . . 274748530 - REMOVAL OF PAVEMENT STRIPING.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 277748553 - PREFORMED RETROREFLECTIVE THERMOPLASTIC PAVEMENT MARKINGS,

BIKE SYMBOL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 278748560 - 5" PERMANENT PREFORMED PATTERNED REFLECTIVE PAVEMENT

MARKINGS, MARYLAND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 282748563 – SNOWPLOWABLE RAISED PAVEMENT MARKERS, MARYLAND.. . . . . . . . . . . 286749500 – SIGN PANEL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 289749516 – REINFORCED CONCRETE SIGN FOUNDATION, W. . . . . . . . . . . . . . . . . . . . . . . . . 294749517 – REINFORCED CONCRETE SIGN FOUNDATION, W-8. . . . . . . . . . . . . . . . . . . . . . . 294749518 – REINFORCED CONCRETE SIGN FOUNDATION, W-10. . . . . . . . . . . . . . . . . . . . . . 294749581 - REINFORCED CONCRETE SIGN FOUNDATION, W-18.. . . . . . . . . . . . . . . . . . . . . . 294749521 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-6.. . . . . . . . . . . . . . . . . . . . . . 295749522 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-8.. . . . . . . . . . . . . . . . . . . . . . 295749523 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-10. . . . . . . . . . . . . . . . . . . . . . 295749582 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-18. . . . . . . . . . . . . . . . . . . . . . 295749532 – SUPPLY OF FLAT SHEET ALUMINUM SIGN PANEL TYPE IX RETROREFLECTIVE

SHEETING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 297749550 - INSTALLATION OF BREAKAWAY I-BEAM SIGN POSTS. . . . . . . . . . . . . . . . . . . . 303749687 - INSTALLATION OR REMOVAL OF TRAFFIC SIGN ON SINGLE SIGN POST. . . . 304749688 - INSTALLATION OF 4” DIAMETER HOLE, LESS THAN OR EQUAL TO 6” IN DEPTH

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 305749689 - INSTALLATION OF 4” DIAMETER HOLE, GREATER THAN 6” IN DEPTH. . . . . . 305749690 - INSTALLATION OR REMOVAL OF TRAFFIC SIGN ON MULTIPLE SIGN POSTS

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 306753503 - INSTALLING SANITARY SEWER, PVC 12". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 307759506 - FIELD OFFICE, TYPE II.22 SPECIAL COMPLEX. . . . . . . . . . . . . . . . . . . . . . . . . . . . 311760507 - PROFILE MILLING, HOT-MIX. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 318763501 - CONSTRUCTION ENGINEERING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 320763503 - TRAINEE.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 328763508 - PROJECT CONTROL SYSTEM DEVELOPMENT PLAN.. . . . . . . . . . . . . . . . . . . . . . 329763509 - CPM SCHEDULE UPDATES AND/OR REVISED UPDATES. . . . . . . . . . . . . . . . . . . 329763573 - SIGN, MARYLAND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 334763597 - UTILITY CONSTRUCTION ENGINEERING.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335763619 – WEIGH IN MOTION SYSTEM (WIM). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 336763626 - DIESEL FUEL COST PRICE ADJUSTMENT.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 337763656 – AS-BUILT CERTIFICATION, MARYLAND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 341763686 – TRAFFIC OFFICER, MARYLAND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 345763689 - STRUCTURAL WORK, GANTRY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346763691 - FLAGGER, MARYLAND, STATE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 347763692 - FLAGGER, MARYLAND, STATE, OVERTIME. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 347900500 - ENVIRONMENTAL PERFORMANCE INCENTIVE (DISINCENTIVE). . . . . . . . . . . 349905500 - SUPER SILT FENCE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351908503 - WETLAND MITIGATION GRASS SEEDING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 353910500 - BIO-RETENTION SOIL, MIX I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 355

xvi



UTILITY STATEMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 357

RIGHT OF WAY CERTIFICATE.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 375

ENVIRONMENTAL STATEMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 376

RAILROAD STATEMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 384

BID PROPOSAL FORMS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 385Diesel Fuel Cost Price Adjustment Option. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 429BREAKOUT SHEET. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 430Prequalification form. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 444

CERTIFICATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 445

BID BOND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 447

xvii



749516 – REINFORCED CONCRETE SIGN FOUNDATION, W-6749517 – REINFORCED CONCRETE SIGN FOUNDATION, W-8

749518 – REINFORCED CONCRETE SIGN FOUNDATION, W-10749519 – REINFORCED CONCRETE SIGN FOUNDATION, W-12749520 – REINFORCED CONCRETE SIGN FOUNDATION, W-14749581 - REINFORCED CONCRETE SIGN FOUNDATION, W-18

Description:

This work consists of furnishing all material and installing sign foundations.

Materials:

Bar Reinforcement shall conform to the requirements of Subsection 603.02 of the Standard Specifications.

Portland Cement Concrete shall be Class B and shall conform to the requirements of Section 812 of theStandard Specifications.

Anchors shall be fabricated from 304 Stainless Steel for the threaded ferrule portion, and 1058 steel rodand coil for cage portion of anchor.

Nuts, Bolts and Cap Screws shall meet AASHTO M 164 (m 164M). All nuts, bolts and cap screws shallbe within a hardness range of Rockwell C23 to C31 prior to hot dip galvanizing per AASHTO M232/M232M.

Construction Methods:

The bases shall conform to the dimensions and details as indicated on the Plans.

Excavation for the foundation may not exceed the dimension of the foundation by more than 1 foot (300mm) in any one direction. If a form is used in the excavation more than 18 inches (460 mm) below theground surface, it is necessary that the excavation be filled and tamped on all sides inlayers not to exceed 6inches (150 mm).

The excavated material shall be disposed of and the area shall be properly graded. After grading, the areashall be returned to its original condition around the supports with mulching, seeding or other landscapingas necessary or as directed by the Engineer.

Anchor bolts shall be set to template for alignment and elevation and shall be secured in position toprevent displacement while concrete is being placed. The steel reinforcement and conduit elbows shall havebeen placed and secured before the placing of concrete.

Method of Measurement:

The quantity of sign foundations will be measured as the number of foundations for the specified size ofbeam constructed in accordance with these specifications, complete in place, and accepted.

Basis of Payment:

The quantity of sign foundations will be paid for at the contract unit price per each foundation of the typespecified. Price and payment will constitute full compensation all materials and sign foundation installationcomplete in place and for all labor, equipment, tools, and incidentals required to complete the work. Paymentwill also include returning the area around the sign post to its original conditions by mulch, seeding or otherlandscaping necessary.

10/27/2009

297



749521 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-6749522 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-8

749523 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-10749524 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-12749525 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-14749563 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-4

749582 - SUPPLY OF BREAKAWAY I-BEAM SIGN POSTS, W-18

Description:

This work consists of furnishing all materials for ground mount breakaway type sign posts and breakawayassemblies to the job order site in conformance with the details and notes shown on the Plans, and as directedby the Engineer.

Materials:

Structural Steel shall meet the applicable requirements of Subsection 605.02 of the Standard Specificationsand AASHTO M 270/M 270M, GR36 (GR250), GR50 (GR345), or GR50W (GR 345W) as detailed on theplans. Steel posts shall be galvanized in accordance with the requirements of AASHTO M 111/M 11M.

Breakaway Couplings shall be made from alloy steel which conforms to AISI 4340, 4130 or an equivalentmaterial, and shall have a minimum tensile yield stress of 175,000 psi (1200 MPa). The Rockwell C hardnessshall be 26 minimum. The couplings shall have tensile breaking strength ranges as noted below; and shallbe of the type as shown on the Plans:

Type A 17,000 – 21,000 lb (75 – 93 kN)Type B 47,000 – 57,000 lb (209 – 253 kN)

This steel shall conform to the requirements of the current ASTM designation A-370.

The couplings shall be clean, dry and free from any foreign material and shall be primed and coated witha suitable paint which shall be baked or fused with a polyurethane additive. The color of the coating shallbe as follows:

Type A YellowType B Red

Chipped areas on the coating surface shall be repaired. All threaded surfaces, after coating, shall becleaned to all them to function properly.

Brackets shall be made from aluminum alloy 6061 T-6 or an equivalent material. Upper brackets shallincorporate the load concentrating member or bass which shall be made from the following material:

Type A Aluminum alloy 6061 T-6 or equivalent as part of bracketsType B Stainless steel 416 or equivalent ASTM A582-Rockwell C35-C45

The type of bass shall be as shown on the Plans.

Location holes for the breakaway coupling shall be accurately positioned relative to the load concentratingmember in accordance with the Engineer’s requirements. All Brackets shall be permanently labeled withbracket number to reflect the hole positioning.

298



Hinge Plates shall be made from alloy steel which conforms to AISI 4340, 4130 or an equivalent materialand shall have a minimum tensile yield stress of 90,000 psi (620 MPa). The hinge plates shall have tensilebreaking strength ranges as follows:

HI-10 11,450 – 13,900 lb (50.9 – 61.8 kN)HI-1 16,400 – 19,700 lb (72.9 – 87.6 kN)HI-2 6,700 – 8,100 lb (29.8 – 36.0 kN)

Nuts, Bolts and Cap Screws shall meet AASHTO M 164 (m 164M). All nuts, bolts and cap screws shallbe within a hardness range of Rockwell C23 to C31 prior to hot dip galvanizing per AASHTO M232/M232M.


Working Drawings. Working drawings shall be submitted in accordance with subsection 105.04 of theStandard Specifications. Minor variations in details may be permitted; however, any major departure fromthe design will not be accepted.

Fabrications. Loading, transporting, unloading and erection of structural materials shall be done so thatthe metal will be kept clean and free from injury in handling.

Structural materials shall be stored above the ground upon platforms, skid or other supports and shall bekept free from accumulation of dirt, oil, acids or other foreign matter.

Structural material which has been deformed shall be straightened before being laid out, punched, drilledor otherwise worked upon in the shop. Sharp kinks or bends will be cause for rejection.

When sign support structures are subcontracted, the subcontract shall be in accordance with Subsection108.01 of the Standard Specifications except that the value of the subcontract will be based on the value ofthe work for fabrication.

Repair Galvanizing. Galvanized areas damaged during shipping or erection shall be repaired by any ofthe three methods specified under ASTM A780. In all cases, the repair shall achieve the minimum coatingthickness specified.

Erection. Material shall not be dropped, thrown or dragged over the ground. The Contractor shall supplydetailed, written instructions and drawings for the erection of all sign structure components.


The quantity of supplying ground mount breakaway type sign posts and breakaway assemblies will bemeasured as linear feet for the length and size of ground mount breakaway sign post furnished as specifiedand accepted.

Basis of Payment:

The quantity of supplying ground mount breakaway type sign posts and breakaway assemblies will be paidfor at the Contract unit price per linear feet for the length and size of ground mount breakaway sign postspecified. Price and payment will constitute full compensation for furnishing hinge plates, breakawaycouplings, nuts, bolts and cap screws and all other materials for the sign posts and breakaway assemblies inaccordance with the details and notes shown on the Plans, and as directed by the Engineer; and for all labor,equipment, tools and incidentals necessary to complete the work.

3/6/08

299



749550 - INSTALLATION OF BREAKAWAY I-BEAM SIGN POSTS749551 -REMOVAL OF BREAKAWAY I-BEAM SIGN POSTS

Description:

This work consists of installing or removing breakaway I-beam sign posts and breakaway assemblieson sign bases previously installed or installed under other items in this contract.

Materials:

Steel I-beams and all mounting hardware to be used will be paid for under other items of this contractor may be furnished by the Department. The supply of the material will be designated in the job order. AllI-beams will be cut to the correct length and marked for the area they are to be installed.


The I-beams are to be installed in a manner as not to damage the base that the I-beam is to be installedon and care taken to not interfere with overhead utility lines.

When re-installing an existing sign post and breakaway assemblies, removal of broken couplings andbolts in existing I-beams and removal of broken anchor bolts in existing bases shall be considered part of thisitem.

Where an existing sign has been knocked down, this item will pay for the repair of breakawaycouplings and standing up the existing sign. No additional compensation will be made for removal orinstallation of sign unless a new sign is required.

In the removal of the I-beams, all hardware is to be returned to the Department at the Dover SignShop.


The quantity of installation or removal of breakaway posts and breakaway assemblies will bemeasured as the number of breakaway posts and breakaway assemblies installed as specified, complete andin place, or removed and returned to the Department at the Dover Sign Shop.

Basis of Payment:

The quantity of installation or removal of breakaway posts and breakaway assemblies will be paidfor at the contract unit price per each. Price and payment will constitute full compensations for all labor,equipment, tools, and incidentals required to complete the work.

10/26/05

306



605501 - GROUND MOUNT BREAKAWAY TYPE SIGN SUPPORTS AND FOUNDATION

Description:

This work consists of furnishing all materials and constructing ground mount breakaway type signsupports including foundations in conformance with the details and notes shown on the Plans, and as directedby the Engineer.

Materials:

Structural Steel shall meet the applicable requirements of Subsection 605.02 of the Standard Specificationsand AASHTO M 270/M 270M, GR36 (GR250), GR50 (GR 345), or GR50W (GR 345W) as detailed on theplans. Steel posts shall be galvanized in accordance with the requirements of AASHTO M 111/M 111M.

Bar reinforcement shall conform to the requirements of Subsection 603.02 of the Standard Specifications.

Portland Cement Concrete shall be Class B and shall conform to the requirements of Section 812 of theStandard Specifications.

Breakaway Couplings shall be made from alloy steel which conforms to AISI 4340, 4130 or an equivalentmaterial, and shall have minimum tensile yield stress of 175,000 psi. The Rockwell C hardness shall be 26minimum. The couplings shall have tensile breaking strength ranges as noted below; and shall be of the typeas shown on the Plans:

Type A 17,000 - 21,000 lb Type B 47,000 - 57,000 lb

This steel shall conform to the requirements of the current ASTM designation A-370.

The couplings shall be clean, dry and free from any foreign material and shall be primed and coated witha suitable paint which shall be baked or fused with a polyurethane additive. The color of the coating shallbe as follows:

Type A YellowType B Red

Chipped areas on the coating surface shall be repaired. All threaded surfaces, after coating, shall becleaned to allow then to function properly.

Brackets shall be made from aluminum alloy 6061 T-6 or an equivalent material. Upper brackets shallincorporate the load concentrating member or boss which shall be made from the following materials:

Type A Aluminum alloy 6061 T-6 or equivalent as part of bracketsType B Stainless steel 416 or equivalent ASTM A582-Rockwell C35-C45

The type of boss shall be as shown on the Plans.

Location holes for the breakaway coupling shall be accurately positioned relative to the load concentratingmember in accordance with the Engineer's requirements. All Brackets shall be permanently labeled withbracket number to reflect the hole positioning.

Anchors shall be fabricated from 304 Stainless Steel for the threaded ferrule portion, and 1058 steel rodand coil for cage portion of anchor.

138-A



Hinge plates shall be made from alloy steel which conforms to AISI 4340, 4130 or an equivalent materialand shall have a minimum tensile yield stress of 90,000 psi. The hinge plates shall have tensile breakingstrength ranges as follows:

HI-10 11,450 - 13,900 lb HI-1 16,400 - 19,700 lb HI-2 6,700 - 8,100 lb

Nuts, Bolts and Cap Screws shall meet AASHTO M 164. All nuts, bolts and cap screws shall be withina hardness range of Rockwell C23 to C31 prior to hot dip galvanizing per AASHTO M 232.


Shop Drawings. Shop drawings shall be submitted in accordance with Subsection 105.04 of the StandardSpecifications. Minor variations in details may be permitted; however, any major departure from the designwill not be accepted.

Fabrications. Loading, transporting, unloading and erection of structural materials shall be done so thatthe metal will be kept clean and free from injury in handling.

Structural materials shall be stored above the ground upon platforms, skids, or other supports and shallbe kept free from accumulation of dirt, oil, acids or other foreign matter.

Structural material which has been deformed shall be straightened before being layed out, punched, drilledor otherwise worked upon in the shop. Sharp kinks or bends will be cause for rejection.

When sign support structures are subcontracted, the subcontract shall be in accordance with Subsection108.01 of the Standard Specifications except that the value of the subcontract will be based on the value ofthe work for fabrication.

Repair Galvanizing. Galvanized areas damaged during shipping or erection shall be repaired by any ofthe three methods specified under ASTM A780. In all cases, the repair shall achieve the minimum coatingthickness specified.

Erection.Material shall not be dropped, thrown or dragged over the ground. The Contractor shall supplydetailed, written instructions and drawings for the erection of all sign structure components.

For constructing the concrete foundation, the excavation shall be done by augering of suitable diameteras detailed on the Plans. The excavated material shall be disposed of and the area shall be properly graded.

Anchor bolts shall be set to template for alignment and elevation and shall be secured in position toprevent displacement while concrete is being placed. The steel reinforcement and conduit elbows shall havebeen placed and secured before the placing of concrete.


The quantity of ground mount breakaway type sign supports and foundations will not be measured.

Basis of Payment:

The quantity of ground mount breakaway sign supports and foundations will be paid for at the Contractlump sum. Price and payment will constitute full compensation for furnishing all materials and constructingthe sign supports and foundations in accordance with the details and notes shown on the Plans, and as directedby the Engineer; and for all labor, equipment, tools and incidentals necessary to complete the work.

138-B



NOTE

On a breakout sheet found in the Proposal, the Contractor shall submit a price for each Sign SupportStructure with foundation, when more then one structure is required. The Lump Sum bid price for the itemshall be the sum of the prices for each Sign Support Structure listed.

The Department reserves the right to delete from the contract construction of one or more individual signstructure(s), and the Lump Sum price to be paid will be reduced in accordance with the Contractor's itemizedprice list for that individual sign structure. There shall be no extra compensation to the Contractor if suchdeletion is made.

10/23/01

138-C


DELAWARE DEPARTMENT OF TRANSPORTATION PAGE: 19 SCHEDULE OF ITEMS DATE:

CONTRACT ID: T200811301.01 PROJECT(S): NH-2015 (20)

All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |748567 RETROREFLECTIVE | | | 1760|PREFORMED PATTERNED | 395.000| | |MARKINGS, 13" |LF | | ------------------------------------------------------------------------------- |749500 SIGN PANEL | | | 1770| | 2553.000| | | |SF | | ------------------------------------------------------------------------------- |749532 SUPPLY OF FLAT | | | 1840|SHEET ALUMINUM SIGN | 20.000| | |PANEL, TYPE IX |SF | | |RETROREFLECTIVE SHEETING | | | | | | | ------------------------------------------------------------------------------- |749687 INSTALLATION OR | | | 1880|REMOVAL OF TRAFFIC | 196.000| | |SIGN(S) ON SINGLE SIGN |EACH | | |POST | | | ------------------------------------------------------------------------------- |749688 INSTALLATION OF | | | 1890|4" DIAMETER HOLE, LESS | 10.000| | |THAN OR EQUAL TO 6" |EACH | | |DEPTH | | | ------------------------------------------------------------------------------- |749689 INSTALLATION OF | | | 1900|4" DIAMETER HOLE, | 4.000| | |GREATER THAN 6" DEPTH |EACH | | ------------------------------------------------------------------------------- |749690 INSTALLATION OR | | | 1910|REMOVAL OF TRAFFIC SIGNS | 1069.000| | |ON MULTIPLE SIGN POSTS |SF | | ------------------------------------------------------------------------------- |753503 INSTALLING | | | 1920|SANITARY SEWER, PVC, 12" | 262.000| | | |LF | | ------------------------------------------------------------------------------- |758000 REMOVAL OF | | | 1930|EXISTING PORTLAND | 19253.000| | |CEMENTCONCRETE PAVEMENT, |SY | | |CURB, SIDEWALK, ETC. | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |759506 FIELD OFFICE, | | | 1940|TYPE II.22 SPECIAL | 30.000| | |COMPLEX |EAMO | | ------------------------------------------------------------------------------- |760012 RUMBLE STRIPS, | | | 1950|BIKE-FRIENDLY, HOT-MIX | 22362.000| | | |LF | | ------------------------------------------------------------------------------- |760017 RUMBLE STRIPS, | | | 1960|CONCRETE | 59567.000| | | |LF | | ------------------------------------------------------------------------------- |760507 PROFILE MILLING, | | | 1970|BITUMINOUS CONCRETE | 6786.000| | | |SYIN | | ------------------------------------------------------------------------------- |762001 SAW CUTTING, | | | 1980|BITUMINOUS CONCRETE | 4764.000| | | |LF | | ------------------------------------------------------------------------------- |762002 SAW CUTTING, | | | 1990|CONCRETE, FULL DEPTH | 697.000| | | |LF | | ------------------------------------------------------------------------------- |763000 INITIAL EXPENSE | | | 2000| |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |763501 CONSTRUCTION | | | 2010|ENGINEERING |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |763503 TRAINEE | | | 2020| | 2000.000| 0.80000| 1600.00 | |HOUR | | ------------------------------------------------------------------------------- |763508 PROJECT CONTROL | | | 2030|SYSTEM DEVELOPMENT PLAN |LUMP |LUMP | | | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |763509 CPM SCHEDULE | | | 2040|UPDATES AND/OR REVISED | 30.000| | |UPDATES |EAMO | | ------------------------------------------------------------------------------- |763597 UTILITY | | | 2050|CONSTRUCTION ENGINEERING | 100.000| | | |HOUR | | ------------------------------------------------------------------------------- |763619 WEIGH IN MOTION | | | 2060|SYSTEM (WIM) |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |763689 STRUCTURAL WORK, | | | 2070|GANTRY |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |900500 ENVIRONMENTAL | | | 2080|PERFORMANCE INCENTIVE |LUMP |LUMP | 488000.00 |(DISINCENTIVE) | | | ------------------------------------------------------------------------------- |905001 SILT FENCE | | | 2090| | 12571.000| | | |LF | | ------------------------------------------------------------------------------- |905002 REINFORCED SILT | | | 2100|FENCE | 45734.000| | | |LF | | ------------------------------------------------------------------------------- |905003 SEDIMENT TRAP | | | 2110| | 1303.000| | | |CY | | ------------------------------------------------------------------------------- |905004 INLET SEDIMENT | | | 2120|CONTROL, DRAINAGE INLET | 16.000| | | |EACH | | ------------------------------------------------------------------------------- |905005 INLET SEDIMENT | | | 2130|CONTROL, CURB INLET | 11.000| | | |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |906001 PORTABLE SEDIMENT | | | 2140|TANK | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |906002 DEWATERING BAG | | | 2150| | 9.000| | | |EACH | | ------------------------------------------------------------------------------- |906003 SUMP PIT | | | 2160| | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |906004 SKIMMER | | | 2170|DEWATERING DEVICE | 11.000| | | |EACH | | ------------------------------------------------------------------------------- |907011 STONE CHECK DAM | | | 2180| | 47.000| | | |TON | | ------------------------------------------------------------------------------- |908010 TOPSOILING, 6" | | | 2190|DEPTH | 500754.000| | | |SY | | ------------------------------------------------------------------------------- |908014 PERMANENT GRASS | | | 2200|SEEDING, DRY GROUND | 519169.000| | | |SY | | ------------------------------------------------------------------------------- |908015 PERMANENT GRASS | | | 2210|SEEDING, WET GROUND | 450305.000| | | |SY | | ------------------------------------------------------------------------------- |908017 TEMPORARY GRASS | | | 2220|SEEDING | 468154.000| | | |SY | | ------------------------------------------------------------------------------- |908019 STREAMBANK SEED | | | 2230|MIX, SEEDING | 50.000| | | |SY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |908020 EROSION CONTROL | | | 2240|BLANKET MULCH | 123047.000| | | |SY | | ------------------------------------------------------------------------------- |908021 TURF | | | 2250|REINFORCEMENT MATTING, | 1824.000| | |TYPE 1 |SY | | ------------------------------------------------------------------------------- |908023 STABILIZED | | | 2260|CONSTRUCTION ENTRANCE | 1259.000| | | |TON | | ------------------------------------------------------------------------------- |908503 WETLAND | | | 2270|MITIGATION GRASS SEEDING | 25854.000| | | |SY | | ------------------------------------------------------------------------------- |909002 SANDBAG DIVERSION | | | 2280| | 54.000| | | |CF | | ------------------------------------------------------------------------------- |909005 STREAM DIVERSION | | | 2290| |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |910004 CLAY BORROW, | | | 2300|CUT-OFF TRENCH | 2981.000| | | |CY | | ------------------------------------------------------------------------------- |910007 OUTLET STRUCTURE | | | 2310| |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |910009 INFILTRATION | | | 2320|TRENCH | 200.000| | | |LF | | ------------------------------------------------------------------------------- |605501 GROUND MOUNT | | | 4040|BREAKAWAY TYPE SIGN |LUMP |LUMP | |SUPPORTS AND FOUNDATION | | | | | | | ------------------------------------------------------------------------------- | | | SECTION 0001 TOTAL |-------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- SECTION 0002 BRIDGE 1-486 STANDARD ITEMS

------------------------------------------------------------------------------- |202505 SETTLEMENT | | | 2330|PLATFORM | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |207000 EXCAVATION AND | | | 2340|BACKFILL FOR STRUCTURES | 216.000| | | |CY | | ------------------------------------------------------------------------------- |602006 PORTLAND CEMENT | | | 2350|CONCRETE MASONRY, PIER | 94.000| | |FOOTING, CLASS B |CY | | ------------------------------------------------------------------------------- |602007 PORTLAND CEMENT | | | 2360|CONCRETE MASONRY, PIER | 70.000| | |ABOVE FOOTING, CLASS A |CY | | ------------------------------------------------------------------------------- |602013 PORTLAND CEMENT | | | 2370|CONCRETE MASONRY, | 195.000| | |SUPERSTRUCTURE, CLASS D |CY | | | | | | ------------------------------------------------------------------------------- |602014 PORTLAND CEMENT | | | 2380|CONCRETE MASONRY, | 110.000| | |APPROACH SLAB, CLASS D |CY | | | | | | ------------------------------------------------------------------------------- |602015 PORTLAND CEMENT | | | 2390|CONCRETE MASONRY, | 70.000| | |ABUTMENT ABOVE FOOTING, |CY | | |CLASS A | | | ------------------------------------------------------------------------------- |602017 PORTLAND CEMENT | | | 2400|CONCRETE MASONRY, | 50.000| | |PARAPET, CLASS A |CY | | ------------------------------------------------------------------------------- |602772 MECHANICALLY | | | 2410|STABILIZED EARTH WALLS |LUMP |LUMP | | | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |604000 BAR REINFORCEMENT,| | | 2420|EPOXY COATED | 135000.000| | | |LB | | ------------------------------------------------------------------------------- |608000 COARSE AGGREGATE | | | 2430|FOR FOUNDATION | 20.000| | |STABILIZATION AND |TON | | |SUBFOUNDATION BACKFILL | | | ------------------------------------------------------------------------------- |623003 PRESTRESSED | | | 2440|REINFORCED CONCRETE |LUMP |LUMP | |MEMBERS, BULB T BEAM | | | ------------------------------------------------------------------------------- |727507 BRIDGE SAFETY | | | 2450|FENCE | 290.000| | | |LF | | ------------------------------------------------------------------------------- | | | SECTION 0002 TOTAL |-------------------------------------------------------------------------------

SECTION 0003 BRIDGE 1-486 PILE ALTERNATE 1

------------------------------------------------------------------------------- |618062 STEEL H PILES, HP | | | 2460|14 X 73 | 854.000| | | |LF | | ------------------------------------------------------------------------------- |618065 STEEL H TEST | | | 2470|PILES, HP 14 X 73 | 142.000| | | |LF | | ------------------------------------------------------------------------------- |619042 INSTALL STEEL H | | | 2480|PILES, HP 14 X 73 | 854.000| | | |LF | | ------------------------------------------------------------------------------- |619045 INSTALL STEEL H | | | 2490|TEST PILES, HP 14 X 73 | 142.000| | | |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |619501 PRODUCTION PILE | | | 2500|RESTRIKE | 1.000| 500.00000| 500.00 | |EACH | | ------------------------------------------------------------------------------- |619502 TEST PILE | | | 2510|RESTRIKE | 1.000| 1000.00000| 1000.00 | |EADY | | ------------------------------------------------------------------------------- |619519 DYNAMIC PILE | | | 2520|TESTING BY CONTRACTOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |619539 SIGNAL MATCHING | | | 2530|ANALYSIS BY CONTRACTOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- | | | SECTION 0003 TOTAL |-------------------------------------------------------------------------------


------------------------------------------------------------------------------- |618552 FURNISH PIPE PILE,| | | 2540|SCHEDULE 40, OPEN END, | 924.000| | |14" |LF | | ------------------------------------------------------------------------------- |618557 FURNISH TEST PIPE | | | 2550|PILE, SCHEDULE 40, OPEN | 152.000| | |END, 14" |LF | | ------------------------------------------------------------------------------- |619501 PRODUCTION PILE | | | 2560|RESTRIKE | 1.000| 500.00000| 500.00 | |EACH | | ------------------------------------------------------------------------------- |619502 TEST PILE | | | 2570|RESTRIKE | 1.000| 1000.00000| 1000.00 | |EADY | | ------------------------------------------------------------------------------- |619519 DYNAMIC PILE | | | 2580|TESTING BY CONTRACTOR | 4.000| | | |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |619539 SIGNAL MATCHING | | | 2590|ANALYSIS BY CONTRACTOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |619540 INSTALL PIPE PILE,| | | 2600|SCHEDULE 40, OPEN END, | 924.000| | |14" |LF | | ------------------------------------------------------------------------------- |619558 INSTALL TEST PIPE | | | 2610|PILE, SCHEDULE 40, OPEN | 152.000| | |END, 14" |LF | | ------------------------------------------------------------------------------- | | | SECTION 0004 TOTAL |-------------------------------------------------------------------------------

SECTION 0005 BRIDGE 1-482 STANDARD ITEMS

------------------------------------------------------------------------------- |202505 SETTLEMENT | | | 2620|PLATFORM | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |207000 EXCAVATION AND | | | 2630|BACKFILL FOR STRUCTURES | 313.000| | | |CY | | ------------------------------------------------------------------------------- |602006 PORTLAND CEMENT | | | 2640|CONCRETE MASONRY, PIER | 178.000| | |FOOTING, CLASS B |CY | | ------------------------------------------------------------------------------- |602007 PORTLAND CEMENT | | | 2650|CONCRETE MASONRY, PIER | 111.000| | |ABOVE FOOTING, CLASS A |CY | | ------------------------------------------------------------------------------- |602013 PORTLAND CEMENT | | | 2660|CONCRETE MASONRY, | 443.000| | |SUPERSTRUCTURE, CLASS D |CY | | | | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |602014 PORTLAND CEMENT | | | 2670|CONCRETE MASONRY, | 237.000| | |APPROACH SLAB, CLASS D |CY | | | | | | ------------------------------------------------------------------------------- |602015 PORTLAND CEMENT | | | 2680|CONCRETE MASONRY, | 120.000| | |ABUTMENT ABOVE FOOTING, |CY | | |CLASS A | | | ------------------------------------------------------------------------------- |602017 PORTLAND CEMENT | | | 2690|CONCRETE MASONRY, | 51.000| | |PARAPET, CLASS A |CY | | ------------------------------------------------------------------------------- |602772 MECHANICALLY | | | 2700|STABILIZED EARTH WALLS |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |604000 BAR REINFORCEMENT,| | | 2710|EPOXY COATED | 258953.000| | | |LB | | ------------------------------------------------------------------------------- |608000 COARSE AGGREGATE | | | 2720|FOR FOUNDATION | 18.000| | |STABILIZATION AND |TON | | |SUBFOUNDATION BACKFILL | | | ------------------------------------------------------------------------------- |623003 PRESTRESSED | | | 2730|REINFORCED CONCRETE |LUMP |LUMP | |MEMBERS, BULB T BEAM | | | ------------------------------------------------------------------------------- |727507 BRIDGE SAFETY | | | 2740|FENCE | 354.000| | | |LF | | ------------------------------------------------------------------------------- | | | SECTION 0005 TOTAL |-------------------------------------------------------------------------------


-------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |618062 STEEL H PILES, HP | | | 2750|14 X 73 | 1836.000| | | |LF | | ------------------------------------------------------------------------------- |618065 STEEL H TEST | | | 2760|PILES, HP 14 X 73 | 135.000| | | |LF | | ------------------------------------------------------------------------------- |619042 INSTALL STEEL H | | | 2770|PILES, HP 14 X 73 | 1836.000| | | |LF | | ------------------------------------------------------------------------------- |619045 INSTALL STEEL H | | | 2780|TEST PILES, HP 14 X 73 | 135.000| | | |LF | | ------------------------------------------------------------------------------- |619501 PRODUCTION PILE | | | 2790|RESTRIKE | 1.000| 500.00000| 500.00 | |EACH | | ------------------------------------------------------------------------------- |619502 TEST PILE | | | 2800|RESTRIKE | 1.000| 1000.00000| 1000.00 | |EADY | | ------------------------------------------------------------------------------- |619519 DYNAMIC PILE | | | 2810|TESTING BY CONTRACTOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |619539 SIGNAL MATCHING | | | 2820|ANALYSIS BY CONTRACTOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- | | | SECTION 0006 TOTAL |-------------------------------------------------------------------------------


-------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |618552 FURNISH PIPE PILE,| | | 2830|SCHEDULE 40, OPEN END, | 2156.000| | |14" |LF | | ------------------------------------------------------------------------------- |618557 FURNISH TEST PIPE | | | 2840|PILE, SCHEDULE 40, OPEN | 155.000| | |END, 14" |LF | | ------------------------------------------------------------------------------- |619501 PRODUCTION PILE | | | 2850|RESTRIKE | 1.000| 500.00000| 500.00 | |EACH | | ------------------------------------------------------------------------------- |619502 TEST PILE | | | 2860|RESTRIKE | 1.000| 1000.00000| 1000.00 | |EADY | | ------------------------------------------------------------------------------- |619519 DYNAMIC PILE | | | 2870|TESTING BY CONTRACTOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |619539 SIGNAL MATCHING | | | 2880|ANALYSIS BY CONTRACTOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |619540 INSTALL PIPE PILE,| | | 2890|SCHEDULE 40, OPEN END, | 2156.000| | |14" |LF | | ------------------------------------------------------------------------------- |619558 INSTALL TEST PIPE | | | 2900|PILE, SCHEDULE 40, OPEN | 155.000| | |END, 14" |LF | | ------------------------------------------------------------------------------- | | | SECTION 0007 TOTAL |-------------------------------------------------------------------------------


------------------------------------------------------------------------------- |618050 FURNISH STEEL | | | 2910|SHELL PILES, 14" | 1612.000| | | |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |618051 FURNISH TEST | | | 2920|STEEL SHELL PILES, 14" | 121.000| | | |LF | | ------------------------------------------------------------------------------- |619055 INSTALL STEEL | | | 2930|SHELL PILES, 14" | 1612.000| | | |LF | | ------------------------------------------------------------------------------- |619056 INSTALL TEST | | | 2940|STEEL SHELL PILES, 14" | 121.000| | | |LF | | ------------------------------------------------------------------------------- |619501 PRODUCTION PILE | | | 2950|RESTRIKE | 1.000| 500.00000| 500.00 | |EACH | | ------------------------------------------------------------------------------- |619502 TEST PILE | | | 2960|RESTRIKE | 1.000| 1000.00000| 1000.00 | |EADY | | ------------------------------------------------------------------------------- |619519 DYNAMIC PILE | | | 2970|TESTING BY CONTRACTOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |619539 SIGNAL MATCHING | | | 2980|ANALYSIS BY CONTRACTOR | 4.000| | | |EACH | | ------------------------------------------------------------------------------- | | | SECTION 0008 TOTAL |-------------------------------------------------------------------------------

SECTION 0009 MARYLAND QUANTITIES

------------------------------------------------------------------------------- |202000 EXCAVATION AND | | | 2990|EMBANKMENT | 56440.000| | | |CY | | ------------------------------------------------------------------------------- |202569 POND ACCESS ROAD, | | | 3000|MARYLAND | 2602.000| | | |SY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |208000 EXCAVATION AND | | | 3010|BACKFILLING FOR PIPE | 333.000| | |TRENCHES |CY | | ------------------------------------------------------------------------------- |208001 FLOWABLE FILL | | | 3020| | 6.000| | | |CY | | ------------------------------------------------------------------------------- |209002 BORROW, TYPE B | | | 3030| | 2837.000| | | |CY | | ------------------------------------------------------------------------------- |211002 REMOVAL OF | | | 3040|STRUCTURES AND | 63.000| | |OBSTRUCTIONS (GUARDRAIL) |LF | | | | | | ------------------------------------------------------------------------------- |255502 GABION OUTLET | | | 3050|STRUCTURE, MARYLAND | 3.000| | | |TON | | ------------------------------------------------------------------------------- |272511 POND OUTLET | | | 3060|STRUCTURE, CONCRETE, |LUMP |LUMP | |MARYLAND | | | ------------------------------------------------------------------------------- |302007 GRADED AGGREGATE | | | 3070|BASE COURSE, TYPE B | 966.000| | | |CY | | ------------------------------------------------------------------------------- |302012 DELAWARE NO. 57 | | | 3080|STONE | 2923.000| | | |TON | | ------------------------------------------------------------------------------- |304501 PERMEABLE TREATED | | | 3090|BASE, 4" | 14264.000| | | |SY | | ------------------------------------------------------------------------------- |304502 SOIL CEMENT BASE | | | 3100|COURSE, 6" | 13852.000| | | |SY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |304506 PORTLAND CEMENT | | | 3110| | 247.000| | | |TON | | ------------------------------------------------------------------------------- |401801 BITUMINOUS | | | 3120|CONCRETE, SUPERPAVE, | 547.000| | |TYPE C, 160 GYRATIONS PG |TON | | |64-22 (CARBONATE STONE) | | | | | | | ------------------------------------------------------------------------------- |401810 BITUMINOUS | | | 3130|CONCRETE, SUPERPAVE, | 63.000| | |TYPE B, 160 GYRATIONS, |TON | | |PG 64-22 | | | ------------------------------------------------------------------------------- |401819 BITUMINOUS | | | 3140|CONCRETE, SUPERPAVE, | 2232.000| | |BITUMINOUS CONCRETE BASE |TON | | |COURSE, 160 GYRATIONS, | | | |PG 64-22 | | | ------------------------------------------------------------------------------- |401825 BITUMINOUS | | | 3150|CONCRETE, SUPERPAVE, | 33.000| | |TYPE B, 160 GYRATIONS, |TON | | |PG 64-22, WEDGE | | | ------------------------------------------------------------------------------- |401827 BITUMINOUS | | | 3160|CONCRETE, SUPERPAVE, | 2772.000| | |TYPE C, 160 GYRATIONS, |TON | | |PG 64-22 (NON-CARBONATE | | | |STONE) | | | ------------------------------------------------------------------------------- |501006 PORTLAND CEMENT | | | 3170|CONCRETE PAVEMENT, 12" | 14264.000| | | |SY | | ------------------------------------------------------------------------------- |612022 REINFORCED | | | 3180|CONCRETE PIPE, 18", | 70.000| | |CLASS IV |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |612023 REINFORCED | | | 3190|CONCRETE PIPE, 24", | 362.000| | |CLASS IV |LF | | ------------------------------------------------------------------------------- |612205 REINFORCED | | | 3200|CONCRETE ELLIPTICAL PIPE,| 88.000| | |19"X30", CLASS IV |LF | | ------------------------------------------------------------------------------- |612210 REINFORCED | | | 3210|CONCRETE ELLIPTICAL PIPE,| 66.000| | |22"X34", CLASS IV |LF | | ------------------------------------------------------------------------------- |612505 PVC PIPE, 12" | | | 3220| | 291.000| | | |LF | | ------------------------------------------------------------------------------- |612526 CORRUGATED | | | 3230|POLYETHYLENE PIPE, TYPE | 100.000| | |S, 36" |LF | | ------------------------------------------------------------------------------- |612535 CLEANING DRAINAGE | | | 3240|PIPE, 15"-24" DIA | 70.000| | | |LF | | ------------------------------------------------------------------------------- |612536 CLEANING DRAINAGE | | | 3250|PIPE, GREATER THAN 24" | 255.000| | |DIA |LF | | ------------------------------------------------------------------------------- |617519 CONCRETE END | | | 3260|SECTION, 24", MARYLAND | 4.000| | | |EACH | | ------------------------------------------------------------------------------- |617520 CONCRETE END | | | 3270|SECTION, 19"X 30", | 1.000| | |MARYLAND |EACH | | ------------------------------------------------------------------------------- |617521 CONCRETE END | | | 3280|SECTION, 22"X34", | 1.000| | |MARYLAND |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |708660 DRAINAGE INLET, | | | 3290|TYPE K, SINGLE, MARYLAND | 6.000| | | |EACH | | ------------------------------------------------------------------------------- |712005 RIPRAP, R-4 | | | 3300| | 783.000| | | |SY | | ------------------------------------------------------------------------------- |712552 RIPRAP SLOPE | | | 3310|PROTECTION, MARYLAND | 476.000| | | |SY | | ------------------------------------------------------------------------------- |713003 GEOTEXTILES, | | | 3320|RIPRAP | 3713.000| | | |SY | | ------------------------------------------------------------------------------- |715001 PERFORATED PIPE | | | 3330|UNDERDRAINS, 6" | 3238.000| | | |LF | | ------------------------------------------------------------------------------- |715004 PERFORATED PIPE | | | 3340|UNDERDRAINS, 12" | 520.000| | | |LF | | ------------------------------------------------------------------------------- |715500 UNDERDRAIN OUTLET | | | 3350|PIPE, 6" | 273.000| | | |LF | | ------------------------------------------------------------------------------- |720043 GALVANIZED STEEL | | | 3360|BEAM GUARDRAIL, TYPE | 653.000| | |1-27 |LF | | ------------------------------------------------------------------------------- |720044 GALVANIZED STEEL | | | 3370|BEAM GUARDRAIL, TYPE | 63.000| | |2-27 |LF | | ------------------------------------------------------------------------------- |720050 GALVANIZED STEEL | | | 3380|BEAM GUARDRAIL, TYPE | 300.000| | |1-31 |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |720051 GALVANIZED STEEL | | | 3390|BEAM GUARDRAIL, TYPE | 50.000| | |2-31 |LF | | ------------------------------------------------------------------------------- |720585 GUARDRAIL END | | | 3400|TREATMENT ATTENUATOR, | 1.000| | |TYPE 1-31 |EACH | | ------------------------------------------------------------------------------- |720611 FLEXIBLE | | | 3410|DELINEATOR, PERMANENT | 17.000| | | |EACH | | ------------------------------------------------------------------------------- |727552 RESOURCE | | | 3420|PROTECTION FENCE | 1785.000| | | |LF | | ------------------------------------------------------------------------------- |727553 DIVERSION FENCE, | | | 3430|MARYLAND | 335.000| | | |LF | | ------------------------------------------------------------------------------- |734555 TEMPORARY | | | 3440|VEGETATVIE STABILIZATION,| 91022.000| | |MARYLAND |SY | | ------------------------------------------------------------------------------- |734556 PERMANENT | | | 3450|VEGETATIVE STABILIZATION,| 82149.000| | |MARYLAND |SY | | ------------------------------------------------------------------------------- |737531 PLANTINGS, | | | 3460|MARYLAND |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |743003 ARROWPANELS, TYPE | | | 3470|C | 4.000| | | |EADY | | ------------------------------------------------------------------------------- |743004 FURNISH AND | | | 3480|MAINTAIN PORTABLE | 72.000| | |CHANGEABLE MESSAGE SIGN |EADY | | | | | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |743006 PLASTIC DRUMS | | | 3490| | 57020.000| | | |EADY | | ------------------------------------------------------------------------------- |743010 FURNISH AND | | | 3500|MAINTAIN TRUCK MOUNTED | 223.000| | |ATTENUATOR, TYPE II |EADY | | ------------------------------------------------------------------------------- |743015 FURNISH AND | | | 3510|MAINTAIN PORTABLE PCC | 2205.000| | |SAFETY BARRIER |LF | | ------------------------------------------------------------------------------- |743016 RELOCATION | | | 3520|PORATBLE SAFETY BARRIER | 1190.000| | | |LF | | ------------------------------------------------------------------------------- |743023 TEMPORARY | | | 3530|BARRICADES, TYPE III | 10650.000| | | |LFDY | | ------------------------------------------------------------------------------- |743024 TEMPORARY WARNING | | | 3540|SIGNS AND PLAQUES | 32564.000| | | |EADY | | ------------------------------------------------------------------------------- |743025 INSTALL TEMPORARY | | | 3550|IMPACT ATTENUATOR | 5.000| | | |EACH | | ------------------------------------------------------------------------------- |743029 FURNISH TEMPORARY | | | 3560|IMPACT ATTENUATOR - | 2.000| | |NON-GATING, REDIRECTIVE, |EACH | | |TEST LEVEL 3 | | | ------------------------------------------------------------------------------- |743030 RELOCATE | | | 3570|TEMPORARY IMPACT | 2.000| | |ATTENUATOR |EACH | | ------------------------------------------------------------------------------- |744506 CONDUIT JUNCTION | | | 3580|WELL, TYPE 7, PRECAST | 2.000| | |POLYMER CONCRETE |EACH | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |744530 CONDUIT JUNCTION | | | 3590|WELL, TYPE 11, PRECAST | 9.000| | |CONCRETE/ POLYMER |EACH | | |LID-FRAME | | | ------------------------------------------------------------------------------- |744531 CONDUIT JUNCTION | | | 3600|WELL, TYPE 14, PRECAST | 4.000| | |CONCRETE/ POLYMER |EACH | | |LID-FRAME | | | ------------------------------------------------------------------------------- |745602 FURNISH & INSTALL | | | 3610|UP TO 4" SCHEDULE 80 | 295.000| | |HDPE CONDUIT (BORE) |LF | | ------------------------------------------------------------------------------- |745604 FURNISH & INSTALL | | | 3620|UP TO 4" SCHEDULE 80 PVC | 2880.000| | |CONDUIT (TRENCH) |LF | | ------------------------------------------------------------------------------- |745606 FURNISH & INSTALL | | | 3630|UP TO 4" GALVANIZED | 5.000| | |STEEL CONDUIT (TRENCH) |LF | | ------------------------------------------------------------------------------- |746586 RELOCATE SIGN | | | 3640| | 52.000| | | |SF | | ------------------------------------------------------------------------------- |746852 POLE BASE, TYPE 6 | | | 3650| | 2.000| | | |EACH | | ------------------------------------------------------------------------------- |748032 TEMPORARY | | | 3660|MARKINGS, PAINT, 5" | 9079.000| | | |LF | | ------------------------------------------------------------------------------- |748034 TEMPORARY | | | 3670|MARKINGS, PAINT, 10" | 810.000| | | |LF | | ------------------------------------------------------------------------------- |748525 TEMPORARY | | | 3680|MARKINGS, TAPE, 4" | 10915.000| | | |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |748527 TEMPORARY | | | 3690|MARKINGS, TAPE, | 120.000| | |WORDS/SYMBOLS |SF | | ------------------------------------------------------------------------------- |748530 REMOVAL OF | | | 3700|PAVEMENT STRIPING | 3551.000| | | |SF | | ------------------------------------------------------------------------------- |748560 5" WHITE | | | 3710|PERMANENT PATTERNED | 20532.000| | |REFLECTIVE PAVEMENT |LF | | |MARKING TAPE, MARYLAND | | | ------------------------------------------------------------------------------- |748563 SNOWPLOWABLE | | | 3720|RAISED PAVEMENT MARKERS, | 115.000| | |MARYLAND |EACH | | ------------------------------------------------------------------------------- |749500 SIGN PANEL | | | 3730| | 320.000| | | |SF | | ------------------------------------------------------------------------------- |749687 INSTALLATION OR | | | 3790|REMOVAL OF TRAFFIC | 26.000| | |SIGN(S) ON SINGLE SIGN |EACH | | |POST | | | ------------------------------------------------------------------------------- |749690 INSTALLATION OR | | | 3800|REMOVAL OF TRAFFIC SIGNS | 477.000| | |ON MULTIPLE SIGN POSTS |SF | | ------------------------------------------------------------------------------- |756000 SAND | | | 3810| | 143.000| | | |TON | | ------------------------------------------------------------------------------- |760006 PAVEMENT - | | | 3820|MILLING, HOT-MIX, 2" | 21343.000| | |DEPTH |SY | | ------------------------------------------------------------------------------- |760016 RUMBLE STRIPS, | | | 3830|HOT-MIX | 11700.000| | | |LF | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |760017 RUMBLE STRIPS, | | | 3840|CONCRETE | 5800.000| | | |LF | | ------------------------------------------------------------------------------- |760507 PROFILE MILLING, | | | 3850|BITUMINOUS CONCRETE | 2887.000| | | |SYIN | | ------------------------------------------------------------------------------- |762001 SAW CUTTING, | | | 3860|BITUMINOUS CONCRETE | 2763.000| | | |LF | | ------------------------------------------------------------------------------- |763573 SIGN, MARYLAND | | | 3870| | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |763656 ASBUILT | | | 3880|CERTIFICATION, MARYLAND |LUMP |LUMP | | | | | ------------------------------------------------------------------------------- |763686 TRAFFIC OFFICER, | | | 3890|MARYLAND | 432.000| 98.16000| 42405.12 | |HOUR | | ------------------------------------------------------------------------------- |763691 FLAGGER, MARYLAND,| | | 3900|STATE | 500.000| | | |HOUR | | ------------------------------------------------------------------------------- |763692 FLAGGER, MARYLAND,| | | 3910|STATE, OVERTIME | 100.000| | | |HOUR | | ------------------------------------------------------------------------------- |905001 SILT FENCE | | | 3920| | 216.000| | | |LF | | ------------------------------------------------------------------------------- |905003 SEDIMENT TRAP | | | 3930| | 2818.000| | | |CY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |905004 INLET SEDIMENT | | | 3940|CONTROL, DRAINAGE INLET | 7.000| | | |EACH | | ------------------------------------------------------------------------------- |905500 SUPER SILT FENCE | | | 3950| | 5311.000| | | |LF | | ------------------------------------------------------------------------------- |906002 DEWATERING BAG | | | 3960| | 1.000| | | |EACH | | ------------------------------------------------------------------------------- |907011 STONE CHECK DAM | | | 3970| | 9.000| | | |TON | | ------------------------------------------------------------------------------- |908010 TOPSOILING, 6" | | | 3980|DEPTH | 53274.000| | | |SY | | ------------------------------------------------------------------------------- |908020 EROSION CONTROL | | | 3990|BLANKET MULCH | 7828.000| | | |SY | | ------------------------------------------------------------------------------- |908023 STABILIZED | | | 4000|CONSTRUCTION ENTRANCE | 529.000| | | |TON | | ------------------------------------------------------------------------------- |910002 INFILTRATION | | | 4010|STONE, NO. 8 | 844.000| | | |TON | | ------------------------------------------------------------------------------- |910004 CLAY BORROW, | | | 4020|CUT-OFF TRENCH | 4926.000| | | |CY | | ------------------------------------------------------------------------------- |910500 BIORETENTION SOIL | | | 4030|MIX | 290.000| | | |CY | | -------------------------------------------------------------------------------




All figures must be typewritten. CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |605501 GROUND MOUNT | | | 4050|BREAKAWAY TYPE SIGN |LUMP |LUMP | |SUPPORTS AND FOUNDATION | | | | | | | ------------------------------------------------------------------------------- | | | SECTION 0009 TOTAL |------------------------------------------------------------------------------- | | | TOTAL BID | -------------------------------------------------------------------------------


BREAKOUT SHEET – 10 CONTRACT NO. T200811301.01

ITEM 605501 - GROUND MOUNT BREAKAWAY TYPE SIGN SUPPORTS AND FOUNDATION (in DE)

ITEM NO.

APPROX. QTY. UOM DESCRIPTION UNIT PRICE AMOUNT

1

1

LS

GM - 1 $ $

2

1

LS

GM - 3 $ $

3

1

LS

GM - 4 $ $

4

1

LS

GM - 5 $ $

5

1

LS

GM - 6 $ $

6

1

LS

GM - 7 $ $

7

1

LS

GM - 9 $ $

8

1

LS

GM - 10 $ $

9 1

LS

GM - 11 $ $

10 1

LS

GM - 12 $ $

11 1 LS

GM - 15 $ $

12 1 LS

GM - 16 $ $

13 1 LS GM - 17 $ $

TOTAL ITEM 605501 - GROUND MOUNT BREAKAWAY TYPE SIGN SUPPORTS AND FOUNDATION (in DE) $ __ (LUMP SUM BID PRICE FOR ITEM 605501)


BREAKOUT SHEET – 10A CONTRACT NO. T200811301.01

ITEM 605501 - GROUND MOUNT BREAKAWAY TYPE SIGN SUPPORTS AND FOUNDATION (in MD)

ITEM NO.

APPROX. QTY. UOM DESCRIPTION UNIT PRICE AMOUNT

1

1

LS

GM - 8 $ $

2

1

LS

GM - 18 $ $

3

1

LS

GM - 19 $ $

TOTAL ITEM 605501 - GROUND MOUNT BREAKAWAY TYPE SIGN SUPPORTS AND FOUNDATION (in MD) $ _ (LUMP SUM BID PRICE FOR ITEM 605501)


GUIDE SIGN STEEL SUPPORT CHART

OFFSET

SIGN SIZE

(WXH)

SIGN

NO.

POST

SIZE

BW

OR

NBW*

SUPPORT

L-1

SUPPORT

L-2

SUPPORT

L-3

LATERAL

CLEARANCE

SUPPPORT SPACING

FROM LEFT

EDGE OF SIGNOBJECT**

SIGN CLEARANCE

RDWY

A

A B

C

SIGN

PANEL

W

5

3W

5

W

5

A. 7’6" MINIMUM FOR BREAKAWAY SUPPORTS OR 5’-6" FOR NON-BREAKAWAY SUPPORTS.

B. 2.0’ MINIMUM

C. 7’6" MINIMUM & PREFERABLE. THIS DIMENSION IS TO BE INCREASED ONLY

WHEN REQUIRED TO MEET A = 7’-6" FOR BREAKAWAY OR

ALL DIMENSIONS ARE TO BOTTOM OF SIGN

L-1 L-2

A (MIN.) = 5’-6" FOR NON-BREAKAWAY AND B (MIN) 2’-0"

VERTICAL CLEARANCE OF SIGNS

LATERAL CLEARANCE

OBJECT CODES

W

EDGE OF TRAVELED ROADWAY

EDGE OF

SHOULDER

SEE SUPPORT CHARTS

SEE SUPPORT CHARTS (THIS SHEET)

FOR ALTERNATIVE SUPPORT SPACING

FOR BREAKAWAY SUPPORTS-

FOUNDATION SELECTION MATRIX

* BW=BREAKAWAY, NBW=NON-BREAKAWAY

-

-

BW

ES

BW

6.0’

ASSOCIATED POST SIZE

AI6 W6X9

B525

B650

SYSTEM

TYPE

W6X12, W6X15, W6x16,W8X18,

W8X21, 5"x5" & 6"x6" SQUARE

7"x7" AND 8"X8" SQUARE AND

ALL I-BEAMS LARGER THAN W8X21

W = FACE OF W-BEAM TRAFFIC BARRIER

FOC = FACE OF CURB

ES = EDGE OF SHOULDER

ETR = EDGE OF TRAVELED ROADWAY

CM = CENTERED IN MEDIAN (LEFT OBJECT/ RIGHT OBJECT)

CG = CENTERED IN GORE (LEFT OBJECT/ RIGHT OBJECT)

B = FACE OF CONCRETE TRAFFIC BARRIER

SS-53

POST

SIZE

W6x9

W10x26

W12x26

W14x30

W16x31

W21x44

FOUNDATION

DIAMETER

30"

30"

30"

30"

30"

36"

36"

36"

36"

36"

36"

42"

3:1 4:1 5:1 6:1 7:1 8:1 10:1>2:1

ROADWAY CUT / FILL SLOPE

C C C C B B A A*

C C C C B B A A

C C C C B B A A

C C C C B B A A

C C C C B B A A

C C C C B B A

C C C C B B A

C C C C B B A

C C C C B B A

C C C C B B A

C C C C B B A

C C C C B

*

*

*

*

* *

* *

* *

* *

* *

* *

* *

B

B

B

B

B

B

B

B

B

B

B

B

9:1 <13:1

A

A

A

A

A

A

A

A

A

A

A

A

12:1- -

BC

W6x12 or TS 5"X5"X�"

W8x21 or TS 7"X7"X�"

W10x22 or TS 8"X8"X�"

W8x18

W18x35 or W18x40

*IF A FOUNDATION EXCEEDS THE 4" AASHTO CRITERIA, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR

APPROPRIATE GUIDANCE.

W6x15,W6x16 or TS 6"X6"X 1/4"

BW

ES

BW

6.0’

6.0’

6.0’

ES6.0’

- ES6.0’BW

BW - 6.0’ ES

TOTAL SHTS.

SHEET NO.

850

DELAWAREDEPARTMENT OF TRANSPORTATION

US 301MARYLAND STATE LINE

TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

NEW CASTLE

AP

HD

NOT TO SCALE

SS-49

SS-49

SS-49

SS-49

SS-49

SS-49

SS-49

SYSTEM SELECTION CHART

STEEL POST BREAKAWAY

SS-50 BW - 6.0’ ES

GM-7

GM-1

GM-2

GM-3

GM-4

GM-5

GM-6

GM-8

GM-9 SS-50 BW 6.0’ ES-

SS-50 BW 6.0’ ES-

SS-50 BW 6.0’ ES-

GM-10

GM-11

14’X18’

12’X17’

15’X10’

W18x40 BW

ES

ES

2.8’-8.4’-2.8’

2.8’-8.4’-2.8’

2.2’-7.6’-2.2’

3.0’-9.0’-3.0’

25.95’ 26.71’

27.24’ 28.65’

23.63’ 24.75’

13.33’ 13.75’

13.86’ 14.61’

23.63’ 24.75’

18.75’

21.92’

21.88’

26.71’

20.25’

25.21’

25.21’

TOTAL WEIGHT BELOW THE HINGES SHOULD BE LESS THAN 600 POUNDS

**

SS-51 BW 6.0’ ES- 2.6’-7.8’-2.6’13.92’ 15.63’

W18x40

W18X40

W18x40

W6x15

W6x15

W6x15

W18x40

W8x21

W10x26

W10x26

W6x1513’X5’

14’X18’

GM-12

(D1-3)

23’x15’

PLAN

SHEET

NO.

DETAIL

SHEET

NO.

SS-05

SS-11

SS-23

SS-27

SS-26

SS-10

SS-13

SS-14

SS-16

SS-17

SS-18

SS-25

GM-16

GM-17

SS-44

SS-44

SS-44

SS-51

SS-51

SS-51

BW

BW

BW

6.0’

6.0’

6.0’

ES

ES

ES

14.5’X17’ 26.29’

19.00’

18.83’

23.38’

16.79’

16.63’

-

-

-

2.9’-8.7’-2.9’

1.7’-7.6’-1.7’

28.75’ 3.8’-7.7’-7.7’-3.8’

W18x40

W6x15

W6x15

11’X12.5’

11’X12.5’

29.88’

25.58’

1.7’-7.6’-1.7’

14’X5.5’

3.6’-10.8’-3.6’

2.8’-8.4’-2.8’14.50’ 15.92’

18’X5.5’

18’X5.5’

GM-15

11’X11.5’

11’X11.5’

23’X15’

3.6’-10.8-3.6’

3.8’-7.7’-7.7’-3.8’

1.7’-7.6’-1.7’

1.7’-7.6’-1.7’

GM-18

GM-19

SS-02

SS-06

BW

BW

6.0’

6.0’

ES

ES

16.00’

16.56’

17.36’

17.30’

-

-

1.6’-4.8’-1.6’W6x15

W6x15 1.8’-5.4’-1.8’

8’X6’

9’X7.5’

-

-

SEE SUPPORT CHART FOR

LATERAL CLEARANCES

SEE NOTE 2.

1. SUPPLY OF NON-BREAKAWAY I-BEAMS WILL BE PAID FOR UNDER THE RESPECTIVE SUPPLY OF BREAKAWAY I-BEAM SIGN POST ITEM.

COST OF FURNISHING AND INSTALLING NON-BREAKAWAY BASE PLATE WILL NOT BE MEASURED AND PAID FOR, BUT WILL BE INCIDENTAL TO

THE RESPECTIVE BREAKAWAY I-BEAM SIGN POST ITEM.

2. GM-2 SHOWN FOR INFORMATION ONLY. TO BE INSTALLED UNDER CONTRACT T200911303.

NOTES:

788

SIGN DETAILS

J:\

2008

PR

OJE

CT

S\

E3

X34

801\

700

CA

DD\

750

AE

T\

SP

MP\

SS_

301A

ET_

053_

R1.D

GN

REVISED NOTES. SKH

1.

1.

MINIMUM LATERAL CLEARANCE OF SIGNS:

ROADWAY

EDGE OFROADWAYOR FACEOF W-BEAM

SEE MINIMUM LATERAL CLEARANCES OF SIGNS

STANDARD SIGN VERTICAL AND

LATERAL CLEARANCE DETAIL

1 = EDGE OF SIGN 6’ FROM FACE OF W-BEAM TRAFFIC BARRIER

2 = EDGE OF SIGN 6’ FROM EDGE OF SHOULDER

3 = EDGE OF SIGN 6’ PREFERABLE MIN. (2’ ABSOLUTE MIN.) FROM EACH EDGE OF SHOULDER IN MEDIAN

NOTE: ALL SUPPORTS WITHIN THE CLEAR ZONE SHALL BE BREAKAWAY UNLESS PROTECTED.

November 18, 2015

ENVIRONMENTAL REQUIREMENTS

for

U.S. 301, Maryland State Line to Levels Road (Contract #3) State Contract No.: T200811301

Federal Aid Project Number: NH-2015(20)

In accordance with the procedural provisions for implementing the National Environmental Policy Act of 1969, as amended, the referenced project has been processed through the Department’s Environmental Review Procedures and has been classified as a Level A/ Class I Action.

PERMIT REQUIREMENTS:

The proposed construction work for this portion of U.S. 301, requires permit approval from those agencies listed below. It is the responsibility of the contracting agency, the Delaware Department of Transportation, Division of Transportation Solutions to obtain the necessary permits to ensure that the contractor complies with the requirements and conditions established by the regulatory agencies. REQUIRED PERMITS AND APPROVAL STATUS:

U.S. Army Corps of Engineers (USACE) – Individual Permit – Approved 01-07-2013, CENAP-OP-R-2006-6071-1, Expiration 12-31-2023

Delaware Department of Natural Resources and Environmental Control (DNREC) Subaqueous Lands Permit – Approved 01-30-2012, SP-233/11, Expiration 01-30-2017

DNREC – 401 Water Quality Certification – Approved 01-30-2012, WQ-276/11, Expiration 01-30-2017


2

DNREC – Coastal Zone Consistency – Approved 09-14-2007, modification of condition 3 – 04-04-2011 – No expiration

New Castle County Floodplain Permit – Approved 01-31-2012, SLD# 20110732

– No expiration Maryland Department of the Environment (MDE) Water Management

Administration Nontidal Wetlands and Waterways Permit- Approved 12-13-2011 modification on 12-13-2014, 10-NT-0112/2010603687, Expiration 12-13-2017

Maryland Department of the Environment (MDE) Stormwater Management and

Sediment & Erosion Control – Approved 10-30-2015, 10-SF-0061, Expiration 10-30-2017

Maryland Department of the Environment (MDE) NPDES Discharge Permit –

Approved 11-04-2015, MDRCHS0CM, Expiration 12-31-2019

SPECIFIC REQUIREMENTS:

Compliance with all requirements of the permits is the responsibility of the contractor. The contractor will follow all special conditions or requirements as stated within those permits or as indicated below. The contractor will be subject to penalties, fines, and the risk of shut down as mandated by law if conditions of the permits or other additional requirements are violated or ignored.

Additional requirements by DelDOT not specified within the permits, but listed below, or on

the Environmental Compliance Sheets are also the responsibility of the contractor and are subject to risk of shut down at the contractor’s expense.

1. The contractor shall employ measures during construction to prevent spills of fuels, or lubricants, if a spill should occur, efforts shall be undertaken to prevent its entry into wetlands, aquatic, or drainage areas. Any spills entering wetlands, aquatic, or drainage areas shall be removed immediately. The Division of Water Resources (DNREC), Wetlands & Aquatic Protection Branch, 302-739-4691, shall be notified of any spill(s) within six (6) hours of their occurrence. That office will determine the effectiveness of spill and contamination removal and specify remediation efforts as necessary.

2. All construction debris, excavated material, brush, rocks, and refuse incidental to such

work shall be placed either on shore above the influence of flood waters or on some suitable disposal site approved by the department.

3. The disposal of trees, brush, and other debris in any stream corridor, wetland surface

water or any drainage ditch is prohibited.

4. There shall be no stockpiling of construction materials or temporary fills in wetlands or subaqueous lands unless otherwise specified on project plans and approved by permitting


3

agencies that govern them. It is the contractor’s responsibility to coordinate and secure those additional permits/amendments in deviating from the plan.

5. The effort shall be made to keep construction debris from entering adjacent waterways,

wetlands, ground cover, or drainage areas. Any debris that enters these areas shall be removed immediately. Netting, mats, or establishing confined work areas in stages may be necessary to address these issues.

6. If routine maintenance of worker equipment and heavy machinery is necessary during the

construction period, refuse material is prohibited from being disposed or deposited onto or into the ground. All used oils and filters must be recycled or disposed of properly.

7. Harmful chemical wash water applied to clean equipment or machinery shall be

discouraged. If undertaken, the residue water and/or material must be collected or contained such that it will be disposed of properly. By no means, shall it be deposited or disposed of in waterways, streams, wetlands, or drainage areas.

8. The contractor shall follow all requirements as indicated in the Environmental

Compliance Sheet. It will be the contractor’s responsibility, expense, & effort to ensure that workers also follow these requirements. As part of the restrictions, please note the timetables reflected in the contract for the in-stream/water work for endangered species protection.

9. Environmental Monitor:

DelDOT has designated an environmental monitoring team to help and ensure compliance with the Project’s environmental commitments contained in NEPA documentation, Permits, and shown on the Environmental Compliance Sheets. The environmental monitoring team will attend relevant pre-construction and construction meetings and monitor construction activities adjacent to protected resources. The environmental monitoring team will track compliance with Project commitments and report regularly to DelDOT Environmental Studies. The environmental monitor will work closely with the Engineer to resolve any environmental issues, or concerns in a timely but environmentally suitable fashion.

10. Resource Protection Fence:

Resource protection fence is being used to prevent impacts to sensitive resources near the Project. Resource protection fence is shown in the Project’s Environmental Compliance Sheets and shall be installed immediately after stakeout of the LOC. The Contractor shall ensure that all employees understand and comply with the purpose of the resource protection fence.

CULTURAL RESOURCE REQUIREMENTS:


4

1. The contractor will submit to the District, the location(s) of permanent disposal sites to be used for the disposition of clean wasted materials resulting from the construction contract. The contractor will submit at the Preconstruction meeting, a location map and a plot plan (sketch or diagram) of where on the property clean wasted material is to be placed. The limits of the site(s) will be physically staked or surveyed on the property. The District will submit the contractor’s disposal site location(s) to the State Historic Preservation Office for approval.

The SHPO will determine if a cultural resource survey is required before the site can be approved. If additional survey work is required, it will be the contractor’s responsibility to hire a qualified professional to assess the site(s) for the presence or absence of cultural resources (i.e. historic or prehistoric archeological sites). The contractor’s consultant will be responsible for producing documentation of the survey results for submission to the SHPO. If the contractor proposes the use of disposal sites outside the State of Delaware, the contractor must provide written approval from the State Historic Preservation Office of each respective state. A project’s disposal operation will not commence until the SHPO has notified the DelDOT District office that the site location(s) is approved for use. The use of the disposal site will not result in discharge of materials into the Corps of Engineer or DNREC jurisdictional wetlands or waters. It is the responsibility of the contractor to provide any site surveys or wetland delineations needed to preclude wetland encroachment. The contractor will be responsible for all sediment and erosion control measures and subsequent approvals required for the disposal site(s) operations. It is the contractor’s responsibility to obtain all other appropriate Federal, State, or local approvals required by law for use of the disposal site(s).

NATURAL RESOURCES SPECIFIC REQUIREMENTS :

The contractor shall pay special attention to specific construction requirements listed below [MDE conditions unless noted]:

The following requirements apply to activities taking place in Maryland.

1. Disposal of Excess: Unless otherwise shown on the Approved Plan, all excess fill, spoil material, debris, and construction material shall be disposed of outside of nontidal wetlands, nontidal wetlands buffers, and the 100-year floodplain, and in a location and manner which does not adversely impact surface or subsurface water flow into or out of nontidal wetlands.


5

2. Temporary Staging Areas: Temporary construction trailers or structures, staging areas

and stockpiles shall not be located within nontidal wetlands, nontidal wetlands buffers, or the 100-year floodplain unless specifically included on the Approved Plan.

3. Instream Construction Prohibition: To protect important aquatic species, motor driven construction equipment shall not be allowed within stream channels unless on authorized ford crossings. Activities within stream channels are prohibited as determined by the classification of the stream (COMAR 26.08.02.08): Sassafras River is a Use 1 waterway; in-stream work may not be conducted from March 1 through June 15 inclusive, of any year.

4. Minimum Disturbance: Any disturbance of stream banks, channel bottom, wetlands, and wetlands buffer authorized by Permit or Approved Plan shall be the minimum necessary to conduct permitted activities. All disturbed areas shall be stabilized vegetatively no later than seven (7) days after construction is completed or in accordance with the approved grading or sediment and erosion control plan.

The contractor shall pay special attention to specific construction requirements listed

below [USACE conditions unless noted]:

1. Any deviation in construction methodology or project design of the regulated activities from that shown on the construction plan sheets must be approved by Corps of Engineers Philadelphia Office, in writing, prior to performance of the work. All modifications to the construction plans shall be approved, in writing by the Corps of Engineers. No work shall be performed prior to written approval of the Corps of Engineers.

2. Prior to the placement of temporary fill in any Waters of the United States including wetlands, a removal and restoration plan of the fill must be submitted to and approved by the Corps of Engineers. This plan should include but shall not be limited to: reason for temporary fill; location, quantity and type of temporary fill; methods of installation and removal; restoration procedures; and Corps of Engineers final inspection provisions. This condition does not apply to temporary fills associated with erosion and sediment controls. The following shall be considered when utilizing temporary fills:

a. Earthen materials shall not be used in the deployment of temporary stream diversions, crossings, or cofferdams, due to the potential for washout during storm events, unless those materials are properly contained and stabilized as shown on approved plans.


6

b. Any temporary stream crossings will be completely removed when no longer needed and the stream banks restored by planting native woody vegetation.

c. Any pre-existing riparian vegetation that is disturbed will be replanted after the removal of temporary disturbance.

d. Temporary stream crossings shall be located within the approved limits of

disturbance.

3. The permittee will continue to coordinate project plan development for work in regulated wetlands and waters of the United States to assure that the identified impacts remain the same, and that if possible, further reductions in impacts to the aquatic environment may be identified.

4. The permittee is responsible for ensuring that the contractor and/or workers executing the activity(s) authorized by this permit have knowledge of the terms and conditions of the authorization and that a copy of the permit document is at the project site throughout the period the work is underway.

5. All fill materials shall be clean and free from fines, oils, grease, debris, wood, asphalt and other contaminants. [DNREC]

6. Waterways temporarily diverted in association with construction activities authorized herein shall be re-diverted to their original channels within 72 hours of completion of the culvert installation. [DNREC]

7. Culverts conveying the stream base flow, and capable of passing aquatic life, will be depressed so that a natural substrate will accumulate in the culvert. The Permittee shall design culverts to address the specific geomorphic characteristics of the stream to avoid downstream scour and channel degradation, and to maintain ecological functions such as aquatic habitat, flood attenuation, sediment transport, and stream channel stability.

8. In order to maintain stream channel connectivity at U.S. 301 Station 126+00, the

following additional culvert designs shall be implemented at this station: a) The culvert invert shall be installed at a depth of at least 12 inches below the existing streambed in alignment with the thalweg of the stream, b) The riprap at the inlet and/or ourlet of the culverts shall be placed in the stream so that the top of the riprap is at the same elevation as the invert of the culvert, c) The riprap placed at the inlet and/or outlet of the culvert shall then be choked with clean materials to fill voids, and d) The stream shall be backfilled with natural streambed materials to match the pre disturbance elevations of the steam. [DNREC]


7

9. If riprap is needed in a stream channel for energy dissipation at either end of a stream

culvert, or to protect a buried utility, riprap and stream substrate material shall be placed together, to establish a stream invert that will not impede fish passage during low flows.

10. The permittee is responsible to ensure that, after construction, the stream shall not be “lost” or infiltrate beneath the channel or culvert. If flow is lost from the stream, the permittee shall take corrective action to restore flow to the stream. [DNREC]

11. No stockpiling or storage of equipment, materials, or structural steel; no staging areas; and no installation of ancillary facilities such as concrete or asphalt plants or construction trailers shall be permitted within any wetland or stream areas outside of identified storage areas as approved by the Corps of Engineers. No construction materials, aggregates, or earth shall be stockpiled or stored in a manner that would affect wetlands or streams, and such stockpiles shall have erosion and sediment controls approved by DelDOT.

12. Where utility lines are being relocated by DelDOT and pass through or along the boundaries of wetland areas, measures must be taken to prevent the porous bedding and backfill material from acting as a French drain that would drain the wetland. Examples of acceptable measures would be clay collars or trench plugs installed, at a minimum, every 100 feet, with a collar located at the entrance point and exit point of the utility lines into and out of the wetland area.

13. As a part of the earthen grading activities associated with surface water management and runoff, and/or the restoration of temporary drainage and diversion activities associated with project construction, the permittee shall assure that any wetlands or waters of the United States outside of the approved limit of construction (LOC) and not shown as impacted on the plans identified in special condition 1 are not adversely affected by the project. These adverse effects would include, but are not limited to, the removal of wetland hydrology (surface or subsurface), and the increased scour and erosion of stream channels within the project area. In the event that any adverse effects are identified, the permittee will immediately contact this office and coordinate with this office to develop and implement corrective or remedial measures.

14. All excess excavated material not used in highway or compensatory mitigation site construction shall be disposed of at upland, non-wetland disposal site(s). The excavated material shall be properly contained and stabilized to prevent its entry into any adjacent wetlands or waterways. No disposal/wasting operation shall commence until the permittee obtains written approval of any disposal site(s) from the Corps of Engineers to ensure that there are no unauthorized discharges of fill into waters of the United States, including jurisdictional wetlands.


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Any changes to or deviations from these plans requested by the contractor must be reviewed and approved by the Engineer and Environmental Monitor prior to conducting any work. Approval may take a significant amount of time to complete and all changes may not be approved. The contractor shall have no claim against the department for costs or delays associated with the approval or rejection of requested changes or deviations from these plans


state of delaware department of transportationgssdocs.deldot.delaware.gov/bids/t200811301 add1...

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